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Permit to CITY OF TIGARD MASTER PERMIT ili 12 COMMUNITY DEVELOPMENT Permit #: MST2011 -00114 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 07/19/2011 Parcel: 2S103CB03600 Jurisdiction: Tigard Site address: 13185 SW 124TH AVE Subdivision: Lot: Project: ERICKSON Project Description: Installing piers and concrete beam to stabilize foundation of home. BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke Dwelling Units: 0 Third: 0 sf Right: 0 Detectors: Total: 0 sf Value: $16,800.00 Rear: 0 PLUMBING Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0 Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer: 0 Drains. 0 Tubs /Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0 Other Fixtures: 0 Drywell- Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 Furn <100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Furn > =100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less: 0 0 -200 amp: 0 0 -200 amp: 0 W/ Svc or Fdr: 0 Ea add' 500 sf: 0 201 -400 amp: 0 201 -400 amp: 0 W/O Svc /Fdr: 0 Mfd Home /Feeder /Svc: 0 401 -600 amp: 0 401 -600 amp: 0 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: ALT SF VB R -3 0 Owner: Contractor: ERICKSON, NEIL A/PAMELA S TERRAFIRMA FOUNDATION REPAIR INC Required Items and Reports (Conditions) 13185 SW 124TH 7901 OLD HWY 99 N 1 Special Inspection (see TIGARD, OR 97223 ROSEBURG, OR 97470 plans) PHONE: 503 -590 -6350 PHONE: 541 - 229 -4049 FAX: 541- 229 -4051 Total Fees: $601.62 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and a other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or ' .ork is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Cente . Those rules are set forth in OAR 952- 001 -0010 thro . • : ••• 952 - 001 -0090. You may obtain a cop • - ru es or ■' -ct questions to OUNC by calling 503.232. 98 or 8.0.332.2344. Issued By �� _ �/ � Permittee Signature: /!1 dill! 1 pot L Call 50•.63aby 7:00 a.m. for the next available inspection date. i r WI" This permit card shall • a conspicuous place on the job site until completion • the project. Approved plans are required on the job site at the time of each inspection. i Building Permit Application Residential FO OFFICE USE ONLY Received ` City of Tigard D ate /B : f Permit No.: ` _ • / • ' ° 13125 SW Hall Blvd., Tigard, OP. ° ' 'I " Plan Review ►1` t ` Phone: 503.718.2439 Fa, ,: Yt I ' ∎ 5 "` 1%\\ t � Finn Other Permit: � Date/B TIGARD Inspection Line: 503.639.4' - '� 0 4 Date Ready Ty: 1 > /_ J � 0 See Page 2 for CO Internet: www.tigard- or.gov �` \ ' �`r � w \ Notified Method: / , ^�' Supplemental Information O A F W � REQUIRED DATA 1 AND 2 FAMILY DWE Iti ❑ New construction 1311P)ition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ® Addition /alteration/replacement Other: equipment, materials, labor, overhead, and the profit for the I T RY CONS = TRUCTIO work indicated on this application. CATEGO OF N ® I- and 2- family dwelling ❑ Commercial /industrial Valuation: $16,800 El Accessory building El Multi-family Number of bedrooms: ['Master builder El Other: Number of bathrooms: ': JOB SITE M AND TI INFORATION LOCAO Total number of floors: N i , A Job site address: 13185 SW 124 Ave New dwelling area: square feet City /State /ZIP: Tigard, Oregon 97223 Garage /carport area: square feet Suite /bldg. /apt. no.: Project name: Cj c .l e , „ % Covered porch area: square feet Cross street/directions to job site: SW Walnut to SW 120 Ave to SW James St Deck area: square feet to SW I 24 Ave. Other structure area: square feet REQUIREI) DATA COt'MMERCIAL-USE CHECKLIST ' Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Fax map /parcel no.: equipment, materials, labor, overhead, and the profit for the ` DESCRIPTION OF WORI{4' work indicated on this application. Install push piers, helical piers, and a concrete grade beam to stabilize Valuation: $ foundation and home. Existing building area: square feet New building area: square feet k ❑ PROPERTY OWNE `' TEN ANT Number of stories: E' i ;fir a � „ � :..... • , .,, . , l ,...: �4a� Name: Pam Erickson Type of construction: Address: 13185 SW 124` Ave Occupancy groups: City /State /ZIP: Tigard, Oregon Existing: Phone: (503)590 6350 Fax: ( ) New: .., , ... a ❑ APPLICANT " .. ❑ CONTAC PERSON :.:. BUIL DING�PI „ FEES Business name: ” (Please refer to fee sekedi . , , : : ":45 Structural plan review fee (or deposit): Contact name: Levi Huffman FLS plan review fee (if applicable): Address: Total fees due upon application: j A (S C City /State /ZIP: Y/45 Amount received: Phone: (541)6437999 Fax::(541)6123859 GI y. E13OTOVO ETAIC' SOLAR PANEL SYS I EM FEES* E -mail: Terrafirma.Levi @hotmaiLcom V,. r,K t . er „ '. ,: t Commercial and residential prescriptive installation of „ ,,, \ ., ,: y w roof -top mounted Photovoltaic Solar Panel System. Business name: Terrafirma Foundation Systems Submit two (2) sets of roof plan with connection details and fire department access, along with the 2010 Oregon Address: 1308 NW Park St. Solar Installation Specialty Code checklist. City /State /ZIP: Roseburg, Oregon 97470 Permit Fee (includes plan review $180.00 and administrative fees): Phone: (541) 229 -4049 / 0--- Fax: (541) 229 -4051 State surcharge (12% of permit fee): $21.60 CB lie.: 173547 A Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Levi H fman Date: 7/12/11 * Fee methodology set by Tri- County Building Industry Service Board. I: \Building \Permits \BUP- RESPermitApp.doc 02/24/2011 440- 4613T(1 1 /02 /COM /WEB) PROPe • C , GENERAL STRUCTURAL NOTES r 6eo2�E F9 2 y y �_ REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS r 5 I d AND REQUIREMENTS SPECIFIC TO REFERENCED PROJECT. • e. NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. ` • OREGON bmar ..o -emam 1. MATERIALS: '�" J v t�,�� 09 -2 "' " .... BRACKET PLATES - ASTM A36 . NEN' S. EXTERNAL SLEEVE - ASTM A500 GRADE B OR C SHAFT COUPLER - ASTM A513 TYPE 5 EXPIRES: 12 -31-11 Cl) SHAFT COUPLING HARDWARE - GRADE 8 BOLTS WITH NUTS M ALL- THREAD ROD - ASTM A193 GRADE B7 w PIER CAP - ASTM A572 GRADE 50 RECEVED 1- PIER TUBES ASTM A500 GRADE B OR C STRUCTURAL WF SHAPES - ASTM A992 -GR50 > STRUCTURAL CHANNEL SHAPES - ASTM A36 'JUL 1 2 2011 CD STRUCTURAL ANGLE SHAPES - ASTM A36 HELIX PLATES (ROUND SHAFT) - ASTM A572 GRADE 50 CITY OF TIGARD Z W w c� HELIX PLATES (SQUARE SHAFT) - ASTM A36 BUILDING DIVISION 0 W Q r8 2. WELDING NOTES: g 2 CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. USE Q . N CC E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. Z Q - 3. CORROSION PROTECTION: D 0 Z SACRAFICIAL DESIGN THICKNESS - CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50 -YEAR SCHEDULED SACRAFICIAL O Y co F- THICKNESS LOSS IN ACCORDANCE WITH ICC -ES AC358. C 0 CC 4. INSTALLATION: G W 4. SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. MINIMUM INSTALLATION PRESSURE IS CC TO BE DETERMINED BY THE FOLLOWING EQUATION: LL ` PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN LOAD] / 9.62 SQ. IN. Q HELICAL PIER INSTALLATION TORQUE PRESSURE (PSI): [DESIGN LOAD] X 2 / 9 FT cc SQUARE SHAFT HELICAL TENSION TIE INSTALLATION TORQUE PRESSURE (PSI): [DESIGN LOAD] X 2 / 10 w MINIMUM INSTALLATION DEPTH IS 20' -0 "± UNO. CONTACT ENGINEER OF RECORD IF FIELD CONDITIONS ~ DIFFER. 5. PUSH PIER SPLICING: ( GENERAL NOTES t ) PILLS ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. BUILDING WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE. ' REVISIONS , 6. HELICAL PIER SPLICING: PILES ARE TO BE MECHANICALLY SPLICED WITH GRADE 8 BOLTS WITH NUTS, ALL HOLES TO BE FILLED. 7. INSPECTION & TESTING: CONTINUOUS INSPECTION IS REQUIRED DURING INSTALLATION PER IBC TABLES 1704.8 & 1704.9. LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD). ONE PILE SHALL BE TESTED TO 150 PERCENT OF ACTUAL OR DESIGN LOAD UNLESS LESS RESTRICTIVE TEST LOAD IS ALLOWED BY THE STRUCTURAL ENGINEER OF RECORD. LOAD TESTING SETTLEMENT ACCEPTANCE CRITERIA SHALL BE NO GREATER THAN 0.04 INCHES. PROJECT NO: 11 -075 PUSH PIER TEST PRESSURE: [DESIGN LOAD] X 1.5 / 9.62 SQ. IN. BY HELICAL PIER TEST TORQUE PRESSURE: [DESIGN LOAD] X 1.5 / 9 FT-1 JNF SQUARE SHAFT HELICAL TENSION TIE TEST TORQUE PRESSURE: [DESIGN LOAD] X 1.5 / 10 DATE: 07 -11 -2011 • , SHEET NO: 51.1 - (E) CONC SLAB ON GRADE c 901 PROPe < < 0 i_ _j I-�J c - 1 J L� L _ 1 L 1 _ 1 �, 69 022PE .7, S L� LOCATE THIS POST UNDE I 1'- 0"Wx2' -0 "DP 1 (N) POST /ANCHORS / BEAM SPLICE ABOVE CONC GRADE BEAM 110(.. (. / . :EB RAD EAM 2' -6" _ 7' -0" `� 7' -0" 7' -0° Certl-t‘ o a 503A U1111 `�� W M v wn c a.••• 0> ' /Y�,Qom . C� ____ r- —V----- — criti--E — te _______ __,(Ey_o ___i_ EXPIRES: 12 -311 (1) EC EQ EQ EQ EQ �. EQ r- -- — — - W < ®> M 1' -0" 10 - 9 " I I I f - - -1 ®1_- - - - -1 ©1 1 ®1_ 1 0 1 - - - - - -1 ®1- J I u) L I � r Z W I-1 cr) ® I p U , N I 2 5' -6" 5' -6" 5' -6 5' -6" r- W Q 1 8 p 0 W N O r "t. co z r Y F E--1 - u9 L1 ,E) 0 1- Cr < E O NOTES: c W 1/S4.4 SIM 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS CC ce. 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD LL 'n OF DISCREPENCIES BETWEEN FIELD CONDITIONS Q AND THOSE SHOWN IN THESE DOCUMENTS CC _ PRIOR TO CONSTRUCTION /INSTALLATION OF CC ® PIERS TYP I f (E) CONC SLAB , 3. © INDICATES LOCATION OF FSI 288 PUSH PIER f L J ON GRADE WITH FSI PP288BA FOUNDATION BRACKET PER DETAILS ON S4.1 -S4.3 (E) FOUNDATION/PIER 1 4. ® INDICATES LOCATION OF FSI 288 HELICAL PIER LAYOUT PLAN WITH FSI PP288BA FOUNDATION BRACKET PER P DETAILS ON S4.1 -S4.3 REVISIONS I � I� I L�J -. - -- -- - -- -- -_ - - - - __ - - -. -- -- -- -- - - l j . ri I i PROJECT NO: cn I i 11 -075 BY: JNF DATE: 07 -11 -2011 ■ (E) FOUNDATION /(N) PIER LAYOUT PLAN \ L_-_-_7--- _ SHEET N SCALE: 1 /4 " =1' -O S2.1 1 PROPe ;.-.3 - �� G., g '� QIN ,/ C h °`�� �9 r • 69022PE ' to I( 5FA Design ems. ut SAUCIVIUL I CM1I. I WO VARNIND6 W OREGON 00206wr .u,euaSW Cl.q. 07124 % RSWM72711 t 5014412933 5014412933 - L s.• DES • 12 -31-11 c O c G W I CO T I I— CD `i Z w el, H o = rn 0 wNO O .. D z z ci Y Q ��o 2 w ra- U- Q CC z CC w 1— r, i W . (E) MAIN FLOOR l FRAMING PLAN REVISIONS I PROJECT NO: 11 -075 NOTE: BY: 4. -.11P-- , a INDICATES SPAN DIRECTION JNF OF (E) FLOOR FRAMING DATE: 07 -11 -2011 E MAIN FLOOR FRAMING PLAN \ - - - - -_ SHEET NO: SCALE: 1/4 " =1' -O" S2.2 S o4 6.0 ' .. 22PE SFA Design Group. u.c _ ___ — _ • S1nURUEAL 1 CM I WO USE NNndG WO ffiTfahlroun Swan Or.lble. IN / / / P — — — v� O OREGON m5111.141.11311 f: 9ASIVKIS twaradolgareopoon //� 9.f / EXPIRES: 1 2 -31 -11 CO // _ 2 r r C - -- - - --- -- w ,- —1 - CO Z w th '% O Z >I W F— o= rn O W Np z cc r cs 0 z z RIDGE C - ^ O U co l- < E r cil a 2 w CC Q 0 CC w I (E) ROOF i FRAMING PLAN ___LT_ REVISIONS S NOTE: ...a-6-ft- INDICATES SPAN DIRECTION PROJECT NO: OF (E) ROOF FRAMING 11-075 (E) ROOF FRAMING PLAN -0- L — — BY JNF ` Z — DATE: SCALE: 1 /4 "= 1 ' - 0" -- - - - - -' 07 -11 -2011 SHEET NO: / S2.3 g�� �NRE C 4. CIC 58022PE 0� ' • f e. „ 9 A Oeslgl Brow. 95.E s11UCT u i CM. i LAND UU PLM LG • OREGON 90705W91r ..R.&i11D v w O mmaawam 9rm V` �O R 1A3t1 h. 503.611/961 ' 9 �ri T/� +�WO9P1� 1 S. E (E) ROOF EXPIRES: 12 -31-11 CD SHEATHING TYP W _ CD FRAM FRAMING CD Z w M WacJ _r--(E) WALL (E) WALL Q a H FRAMING FRAMING � O w l O CC Z CE r O u) Z (E) DECK O Y,g r w CL -(E) FLOOR CC (E) GARAGE (E) POSTS I I (N) POST (E) WALL FRAMING HEADER LL PER PLAN /FRAMING i CC • W i (E) SLAB ON GRADE TYP BUILDING SECTION -- - - = REVISIONS (N) GRADE - BEAM PER PLAN BUILDING SECTION SCALE: 1/4"=1'-0" , PROJECT NO: 11 -075 BY: JNF I DATE: 07 -11 -2011 • SHEET NO: S3.1 PROFF C.__ 4_ 4 Q 69022PE 9 t t r 51 CI • f , e. SPA Design Group. l c • sTWWL Iani LA SRwrac OREGON amstiraw".a,smao v O M IJ371 Il 343 /n6n PM ��.(� Rffi E 53111417035 ICS '�09_'N" "" EXPIRES: 12 -31-11 2/S4.1 1/S4.1 I Nr N I IV I- N ' R1 X5X0' -9" (/) in N = /1 I I� �I z LJ.� Ch W ' I I I I 3 "0 PIPE 0 W Q Cii E JJIL I 3 / '� 3 / 4 "0 GR B7 (125KSI) 0 I� II /16 = ALLTHREAD W ,t O I 3 , R/e Z ° - II I 34 / C I I 6 IF - 151 j;1 3 / i s / O c/3 ,n I I _ I 0 1- CC -I- R Q EE O 1 T 1 /4 "' I - � �F 3/ 6/ cc ■ �I_ Simm=1;i: d I LL r : __.Imo= - Q 3 / 3 /16 4,-) , 1 6 V i k4t ' Jj 1/ 6 , / 2 4 W 2/S4.2 I R �, r PP288BA NP 1 BRACKET DETAILS 'I, 3/ r ttt 'REVISIONS I 11 I 1 ' M R , PROJECT NO: 11-075 BY: JNF DATE: 07 -11 -2011 FSI FOUNDATION BRACKET PP288BA - TOP FSI FOUNDATION BRACKET PP288BA - LEFT SHEET NO: SCALE: 3 " =1' -O" SCALE: 3 " =1' -O" S4.1 ` ��GJ NF4 / C_____ ` 68022PE r C ; 01 CC • ,/ • ffA Design Ercup. tax / � � mum.. I abs I IA.wm....IG Ir OREGON 0770810Y7e1dep0o^5 fl 7 em7s 0 heal. app 0777 .903.12011 r 871M7.7905 9 _ .wsJ l.0.9. Q•mm s. EIS 12 -31-11 Cn 1/S4.1 1/S4.1 LLI I in I II ..0a, N � VJ E _ C ■ U ■mmilik-'. Z W M 2' �wati J Q a. co F O wNo cc -' Z cc N in O _ I I I = 0 u_ U o I I II II = _ w a . U 1 11/ 1 4 "1 I = U - _ __ - � i 1 _ Q cC ■ 11111 I I1�1 . L cc I I W / moo 4y 11 0 5Y " r PP288BA 4 h 1 BRACKET DETAILS _ 04 " 11 _ , ` REVISIONS Ai 3, n V �nP , 1 6 4 tv / N - Y" ' i 5y2" 5 10" - 7" , , PROJECT NO: 1 - 0Y2 " 11 -075 BY: 17 -1y" JNF • !2 . 07 -11 -2011 w •. FSI FOUNDATION BRACKET PP288BA - BACK FSI FOUNDATION BRACKET PP288BA - RIGHT SHEET NO: SCALE: 3 " =1' -0" SCALE: 3 " =1 -O" S4ii2 - � ri;S: �g�� �Ca11A /o. C__ � 59022PE E IS ' CI sFA Design firm. u cM wmM L> OREGON �e O affi.�+ EXPIRES: 12 -31-11 Co 1/s4.1 2 LLJ 4 1W F- En Lna - U) N >- CD I 7 V V _ I W O W N O ,z a' %" _ a in�CC *2 ` ��f 0 /w N Tr 0 � Z LL '- 0 II- II 111,11 O g 0 H J 1 y� 1y I I = 0 U co 5 . L I II w a . I I I I - 1c II II . �.U.0 lei cc cc • W 4" I 1 I I I PP288BA I I BRACKET DETAILS I I REVISIONS , I I 11 II N 1 1 1- a N p1/ n 1 �7 ai ■ PROJECT NO: 11 -075 BY: JNF h DATE: 07 -11 -2011 FSI FOUNDATION BRACKET PP288BA - FRONT 0 SHEET NO: SCALE: 3 " =1' -0" S4.3 - -�,`p PROfF C �°�� aNE F.�O 6 ,; 68022PE s ' gA Design 6rrnP uE munuu I CI wW U!ZRMCC I'd OREGON somswrrw�sp.m.ea.sm r�u 1i31I F .$ WM in (E) FLOOR 09— 07— SHEATHING s• ' EXPIRES: 12 -31-11 Cn C w (E) WALL FRAMING F U) (E) FLOOR FRAMING J' (PARALLEL AT SIM) \—( E) FLOOR JOISTS (E) FLOOR BEAM Z W cr) il O Wa (E) CONC SLAB AS SIMP BC POST CAP p: p = rn OCCURS (CUT AS REQ ---\ - - 0 W N 0 O (E) FOUNDATION WALL POST PLAN Z CC Q AS OCCURS PER —_ Z UZ O OZ SIMP ABU44 W/ 1/2 "0x4" U min _ TITEN HD SCREW ANCHOR Q E p (E) CONC SLAB a - I (CUT AS REQ'D 1'- 0"Wx2' -0 "DP CONC M W iii GRADE BEAM (F' 3000PSI) CC WEI - i LL CC I f /'C LU = 3 CLR • .' #3 STRRUPS AT 4" OC F- FSI PP288BA FOUNDATION Wv , - __ o TYP (3) #5 CONT EA FACE BRACKET PER DETAILS 1 FSI CAP Ft ( PUSH PIER/HELICAL1 ANCHOR DETAILS J ce il PIPE SLEEVE REVISIONS PUSH PIER PER e' I PLAN HELICAL PIER PER PLAN INSTALLATION NOTES: INSTALLATION NOTES: MAX LOAD TO ANCHOR = 6636LB 2.875 IN DIAMETER PIPE PILE WITH 0.276" THICK WALL PROJECT NO: MAX LOAD TO ANCHOR = 8223LB 48" LONG 3.5" DIAMETER PIPE SLEEVE W/ 0.216" WALL 11-075 2.875 IN DIAMETER PIPE PILE WITH 0.165" THICK WALL 0.375 IN THICK 8/10" WI LEAD HELIX INSTALLED TO BY: JNF L adr 48" LONG 3.5" DIAMETER PIPE SLEEVE W/ 0.216" WALL REFUSAL (AT LEAST 20FT & 2500PSI) DATE: 0.25 IN FILLET WELDS EACH SIDE OF HEUX TO PIPE PILE r INSTALL TO REFUSAL (AT LEAST 1O' -0" OR 2500 PSI) 07 -11 -2011 J . . PUSH PIER DETAIL HELICAL PIER DETAIL SHEET NO: SCALE: 3 / 4 " =1' -0" SCALE: 3 / 4 " =1' -0" S4.4